SH 367-District 5 over White Rvr; RR, 2nd & Frt


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 367-District 5 over White Rvr; RR, 2nd & Frt
Structure number:000000000000612
Location:0.54 MI N SH 224
Purpose:Carries highway over highway, waterway, and railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:400.0 ft. [121.9 m]
Total length:2831.2 ft. [862.9 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.9 ft. [8.2 m]
Vertical clearance above deck:16.1 ft. [4.9 m]
Vertical clearance below bridge:45.9 ft. [14.0 m]
Owner:State Highway Agency [01]
Year built:1930
Historic significance:Bridge is on the National Register of Historic Places [1]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2018

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:2,100 [as of 2014]
Truck traffic:15% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Serious [3 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:None present but re-evaluation suggested [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:20.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$4,426,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2018PoorPoorSeriousFair210020.0
March 2017PoorPoorPoorFair210016.0
April 2015PoorPoorPoorFair230015.3
April 2014PoorPoorPoorFair230015.3
April 2013PoorPoorPoorFair250015.3
April 2012PoorPoorPoorFair240015.3
March 2011PoorPoorPoorFair240015.3
March 2010PoorPoorPoorFair22003.6
February 2009PoorPoorPoorFair25003.6
February 2008PoorPoorPoorFair28003.6
February 2007PoorPoorPoorFair28003.6
February 2005PoorPoorPoorFair26003.6
January 2004PoorFairPoorSatisfactory29003.3
January 2003PoorFairPoorSatisfactory29005.3
March 2001FairFairFairSatisfactory310020.3
April 2000FairFairFairSatisfactory310020.3
March 1999FairFairFairSatisfactory310020.3
December 1997FairFairFairSatisfactory158023.8
March 1996FairFairFairSatisfactory158023.8
August 1994FairFairFairSatisfactory158023.8
July 1992FairFairFairSatisfactory158023.8
June 1990FairFairFairSatisfactory105028.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Girder/Beamlinear ft.4,3783,9142072534
Steel Stringerlinear ft.3,8401,7811,2568030
Reinforced Concrete Decksq. ft.67,94421,13319,54024,9672,304
Steel Trusslinear ft.1,28457207120
Steel Floor Beamlinear ft.8500304286260
Steel Pin or Pin & Hangar Assemblyeach2002000
Steel Gusset Plateeach146050960
Steel Columneach40031
Reinforced Concrete Columneach1074810481
Reinforced Concrete Pier Walllinear ft.704211170
Reinforced Concrete Abutmentlinear ft.1125247130
Movable Bearingeach40040
Fixed Bearingeach40310
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1,2841,281030
Reinforced Concrete Bridge Raillinear ft.4,3787413,0775600